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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 46 Abstracts search results
Document:
SP23
Date:
January 1, 1969
Author(s):
Editor: Shu-t'ien Li
Publication:
Symposium Papers
Volume:
23
Abstract:
SP23 Commemorates the first century of pioneering progress in reinforced concrete bridge design and will serve to accelerate advancement into the second century. The symposium volume contains 45 papers authored by over 64 eminent exponents on concrete bridge design from all over the world, Ciassified into 13 distinct groups, the areas covered are general and esthetic, concrete slab decks, load distribution in multibeam and box-girder concrete bridges, skew and curved bridges, analysis of concrete box-girder bridges, dynamic response and seismic design, high-strength reinforcement and crack control, ultimate strength and limit design, design and construction of prestressed concrete bridges, precast concrete bridges, long-span concrete bridges, and substructures.
DOI:
10.14359/14076
SP23-43
Shakuntala Bhagat
This paper presents results of tests conducted on models of well foundation in sand subjected to constant vertical and increasing lateral loads.
10.14359/17266
SP23-44
Toshiro Fukuyama
Since the superstructure and foundation of a bridge work together in resisting external forces, a more accurate understanding of the properties of the whole structure should be achieved by analyzing superstructure and foundation together rather than separately. A method is developed with assumes that the ground is elastic and treats the foundation as springs located in supporting points of the superstructure.
10.14359/17267
SP23-45
A.A. Witecki and V.K. Raina
A method is presented for analysis of the distribution of longitudinal horizontal forces acting on the bridge superstructure and the effect on the bridge supports with respect to a point of zero-movement.
10.14359/17268
SP23-37
Arne Lundgren and Frode Hansen
A curved three-span bridge across the Taf Fawr valley in Wales, 100 ft above river level, is 470 ft long, with a 216-ft center span.
10.14359/17260
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The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
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